Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

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1Formulas and methods

Kinematics

Velocity
v = v0 + a·t
Displacement
s = v0·t + ½·a·t²
Without time
v² = v0² + 2·a·s
Units
1 m/s = 3.6 km/h

Method

  1. List what you know: v₀, v, a, t and s, with units.
  2. Pick the equation that contains your three knowns and the unknown.
  3. Choose one positive direction and give opposing quantities a minus sign.
  4. Solve and check that the answer is physically sensible.

Newton’s laws

Second law
ΣF = m·a
Weight
W = m·g
Kinetic friction
Ff = μ·N
On a slope
along: m·g·sin θ, normal: m·g·cos θ

Method

  1. Draw a free-body diagram with every force on the body.
  2. Choose a positive direction along the motion.
  3. Split forces into components along and perpendicular to the motion (on a slope: m·g·sin θ along, m·g·cos θ into the slope).
  4. Apply ΣF = m·a along the motion; friction is μ·N against the motion.

Projectile motion

Components
vx = v0cos θ, vy = v0sin θ
Position
x = vxt, y = h + vyt − ½gt²
Maximum height
H = h + vy²/(2g)
Range (level ground)
R = v0²·sin 2θ/g

Method

  1. Split the launch velocity into components: vx = v₀·cos θ and vy = v₀·sin θ.
  2. The horizontal motion has constant speed; the vertical motion has acceleration −g.
  3. Find the time of flight from the vertical motion.
  4. Use that time in the horizontal motion to find the range.

Work & energy

Kinetic energy
Ek = ½mv²
Potential energy
Ep = mgh
Energy balance
Ek1 + Ep1 + W = Ek2 + Ep2 + losses
Work of friction
W = μ·N·d
Power
P = W/t

Momentum & collisions

Momentum
p = m·v
Conservation
Σm·v (before) = Σm·v (after)
Perfectly inelastic
v′ = (m1v1 + m2v2)/(m1 + m2)
Impulse
J = F·Δt = m·Δv

Method

  1. Choose a positive direction and give each velocity its sign.
  2. Write the total momentum before: Σm·v.
  3. For a perfectly inelastic collision the bodies move together after; for an elastic one kinetic energy is also conserved.
  4. Set momentum before equal to momentum after and solve.

Hydrostatic force

Pressure at depth
p = ρgh
Force on a vertical wall
F = ρg·hc·A
Centre of pressure
yp = yc + Ic/(ycA)
Rectangle
Ic = bH³/12

Continuity & Bernoulli

Continuity
A1v1 = A2v2
Bernoulli
p1 + ½ρv1² + ρgz1 = p2 + ½ρv2² + ρgz2
Flow rate
Q = A·v
Circle area
A = πd²/4

Ideal gas law

Ideal gas law
pV = nRT
Gas constant
R = 8.314 J/(mol·K)
Combined gas law
p1V1/T1 = p2V2/T2
Moles
n = m/M
Temperature
T[K] = T[°C] + 273.15

Heat engines & refrigerators

Efficiency
η = W/QH = 1 − QC/QH
Carnot efficiency
ηC = 1 − TC/TH (kelvin)
Refrigerator COP
COPR = QC/W
Heat pump COP
COPHP = QH/W = COPR + 1
Energy balance
QH = W + QC

Waves, sound & optics

Wave speed
v = fλ, T = 1/f
String
v = √(T/μ), μ = m/L
Sound level
β = 10·log10(I/I0), I0 = 10⁻¹² W/m²
Point source
I = P/(4πr²)
Standing waves
string or open pipe fn = n·v/(2L); closed pipe fn = n·v/(4L), n odd
Doppler effect
f′ = f·(v ± vo)/(v ∓ vs)
Refractive index
n = c/v, λ = λ0/n
Snell’s law
n1sin θ1 = n2sin θ2
Critical angle
sin θc = n2/n1
Optical fibre
NA = sin θa = √(n1² − n2²)
Lenses and mirrors
1/f = 1/do + 1/di, m = −di/do, mirror f = R/2
Double slit
d·sin θ = mλ, ym = mλL/d
Grating
d = 1/N, d·sin θ = mλ, mmax ≤ d/λ
Single slit
a·sin θ = mλ (dark), w = 2λL/a

Method

  1. Identify the kind of problem: wave speed, sound level, standing wave, Doppler, refraction, lens or mirror, or interference.
  2. Write the relation first: v = fλ, β = 10·log(I/I₀), fₙ = n·v/(2L) or n·v/(4L), f′ = f(v ± vo)/(v ∓ vs), n₁sin θ₁ = n₂sin θ₂, 1/f = 1/d₀ + 1/dᵢ, d·sin θ = mλ.
  3. Convert units: nm, mm and cm to m, and check whether angles are measured from the normal.
  4. Check signs and plausibility: a virtual image has dᵢ < 0, an approaching source sounds higher, a closed pipe has only odd harmonics.

2Practice problems

1.KinematicsMedium
a = 3 m/s²s = 700 m

A plane starts from rest and accelerates uniformly at 3 m/s² along a runway. Find its speed v after 700 m.

v₀ = 0a = 3 m/s²s = 700 m
v = m/s
2.KinematicsHard
v₀ = 15 m/s10 m

A ball is thrown straight up at 15 m/s from the edge of a roof 10 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 15 m/sh₀ = 10 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 40°a = ?m = 19 kg

A 19 kg block slides down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 19 kgθ = 40°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
θ = 30°blockv₀ = 10.5 m/s

A block is given a push so that it starts sliding up a ramp at 30° with a speed of 10.5 m/s. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 10.5 m/sθ = 30°μ = 0.25g = 9.81 m/s²
d = m
5.Projectile motionMedium
10 my = ?v0​ = 22 m/s20°

A ball is kicked from level ground at 22 m/s and 20° above the horizontal towards a wall 10 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 22 m/sθ = 20°x = 10 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 55 mv0​ = 22 m/s65°H = ?

A ball is launched at 22 m/s and 65° above the horizontal from the top of a 55 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 22 m/sθ = 65°h = 55 mg = 9.81 m/s²
H = m
7.Work & energyMedium
45°d = 8 mμ = 0.35

A block slides from rest down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.35. Find its speed v after it has slid 8 m along the slope.

θ = 45°μ = 0.35d = 8 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
k = 5000 N/m15°μ = 0.255 kg

A spring of stiffness 5000 N/m at the bottom of a 15° slope is compressed by 15 cm against a 5 kg block and released. The coefficient of kinetic friction between block and slope is 0.25. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 5 kgk = 5000 N/mx = 15 cmθ = 15°μ = 0.25g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
5 kg29 m/s11 kgv′2​ = ?

A 16 kg projectile moving horizontally at 5 m/s explodes into two fragments that move along the same line. The 5 kg fragment continues forwards at 29 m/s. Find the velocity v′2 of the 11 kg fragment (positive in the original direction).

M = 16 kgu = 5 m/sm1 = 5 kgv′1 = 29 m/sm2 = 11 kg
v′2 = m/s
10.Momentum & collisionsHard
8 m/s9 m/s

A 0.45 kg ball hits a wall at 8 m/s and bounces straight back at 9 m/s. The contact lasts 5 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.45 kgvin = 8 m/svout = 9 m/sΔt = 5 ms
J = N·s
11.Hydrostatic forceMedium
gated = 1.5 mH = 1.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 1.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 2.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 2.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 600 Pastagnation point

A pitot-static tube in a wind tunnel reads a difference of 600 Pa between the stagnation pressure and the static pressure. The air density is 1.2 kg/m³. Find the air speed v.

p0 − p = 600 Paρ = 1.2 kg/m³
v = m/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 210 kPad2​ = 40 mm, p2​ = ?Δz = 1 m

Water flows up through a pipe that narrows from 100 mm to 40 mm while rising 1 m. At section 1 the pressure is 210 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 40 mmp1 = 210 kPav1 = 1 m/sΔz = 1 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
30 g of CH₄P = 800 kPaT = 20 °CV = ?

What volume V does 30 g of CH₄ occupy at 800 kPa and 20 °C? Treat it as an ideal gas.

m = 30 gM = 16.04 g/molP = 800 kPaT = 20 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 450 kPaT = 0 °Cρ = ?

Find the density ρ of Ar at 450 kPa and 0 °C, treating it as an ideal gas.

M = 39.95 g/molP = 450 kPaT = 0 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 425 °CTL​ = ?EQH​ = 4400 kJQL​ = 1753 kJW

A reversible (Carnot) heat engine takes in 4400 kJ of heat from a reservoir at 425 °C and rejects 1753 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 425 °CQH = 4400 kJQL = 1753 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 20 °CTL​ = 2 °CHPQ̇H​ = 6 kWQ̇L​Ẇ

A heat pump keeps a house at 20 °C while it is 2 °C outside, delivering 6 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 20 °CTL = 2 °CQ̇H = 6 kW
COPmax =
19.Waves, sound & opticsMedium
FF5 cmdo​ = 40 cmf = 30 cm

An object 5 cm tall stands 40 cm in front of a thin converging lens with a focal length of 30 cm. Find the image height hi (negative for an inverted image).

ho = 5 cmdo = 40 cmf = 30 cm
hi = cm
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.46n2​ = 1.43n0​ = 1.00

An optical fibre has a core with n₁ = 1.46 and a cladding with n₂ = 1.43. Find the largest angle θa to the fibre axis at which light from air can enter the end of the fibre and still be guided by total internal reflection.

n1 = 1.46n2 = 1.43n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: v = 64.81 m/s

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Speed after the distance

v = √(2·a·s) = √(2·3·700) = 64.81 m/s

Answer

v = 64.81 m/s
(233.3 km/h)
2.Kinematics

Answer: hmax = 21.47 m

Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.

Rise above the roof

0 = v₀² − 2·g·Δh → Δh = 15²/(2·9.81) = 11.47 m

Height above the ground

hmax = 10 + 11.47 = 21.47 m

Answer

hmax = 21.47 m
3.Newton’s laws

Answer: a = 4.427 m/s²

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Forces along the slope

Down the slope is positive.

m·a = m·g·sin θ − μ·m·g·cos θ

Acceleration

a = 9.81·(sin 40° − 0.25·cos 40°) = 9.81·(0.6428 − 0.1915) = 4.427 m/s²

Answer

a = 4.427 m/s²
4.Newton’s laws

Answer: d = 7.843 m

Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.

Deceleration

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 30° + 0.25·cos 30°) = 7.029 m/s²

Distance

d = v₀²/(2a) = 10.5²/(2·7.029) = 7.843 m

Answer

d = 7.843 m
5.Projectile motion

Answer: y = 2.492 m

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Time to the wall

vx = 22·cos 20° = 20.67 m/s
t = x/vx = 10/20.67 = 0.4837 s

Height at that time

y = 7.524·0.4837 − ½·9.81·0.4837² = 2.492 m

Answer

y = 2.492 m

The ball is still rising at the wall.

6.Projectile motion

Answer: H = 75.26 m

Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.

Vertical launch speed

vy = 22·sin 65° = 19.94 m/s

Rise above the cliff

Δh = vy²/(2g) = 19.94²/(2·9.81) = 20.26 m

Height above the ground

H = 55 + 20.26 = 75.26 m

Answer

H = 75.26 m
7.Work & energy

Answer: v = 8.494 m/s

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Energy balance along the slope

The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.

½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·8·(0.7071 − 0.35·0.7071)) = 8.494 m/s

Answer

v = 8.494 m/s
8.Work & energy

Answer: d = 2.292 m

Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).

Spring energy

x = 15 cm = 0.15 m
½kx² = ½·5000·0.15² = 56.25 J

Energy balance along the slope

m·g = 5·9.81 = 49.05 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 56.25/(49.05·(0.2588 + 0.25·0.9659)) = 2.292 m

Answer

d = 2.292 m
9.Momentum & collisions

Answer: v′2 = −5.909 m/s

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Momentum before

p = M·u = 16·5 = 80 kg·m/s

Momentum after

80 = 5·29 + 11·v′2
v′2 = (80 − 145)/11 = −5.909 m/s

Answer

v′2 = −5.909 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: J = 7.65 N·s

Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.

Change in momentum

J = m·Δv = 0.45·(9 + 8) = 7.65 N·s

Answer

J = 7.65 N·s
11.Hydrostatic force

Answer: F = 33.11 kN

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·1 = 1.5 m²
gated = 1.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.25·1.5 = 33.11 kN

Answer

F = 33.11 kN
12.Hydrostatic force

Answer: ycp = 4.373 m

Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.

Centroid depth and area

yc = d + H/2 = 3 + 2.5/2 = 4.25 m
A = H·b = 2.5·2 = 5 m²
gated = 3 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.25·5 = 208.5 kN

Centre of pressure

Pressure grows with depth, so the resultant acts below the centroid.

Ic = b·H³/12 = 2·2.5³/12 = 2.604 m⁴
ycp = yc + Ic/(yc·A) = 4.25 + 2.604/(4.25·5) = 4.373 m

Answer

ycp = 4.373 m
13.Continuity & Bernoulli

Answer: v = 31.62 m/s

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Bernoulli to the stagnation point

The flow comes to rest at the tip, so its kinetic energy shows up as extra pressure.

p0 − p = ½ρv²
v = √(2·600/1.2) = 31.62 m/s

Answer

v = 31.62 m/s
14.Continuity & Bernoulli

Answer: p2 = 181.2 kPa

Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.

Continuity and Bernoulli

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 1·(100/40)² = 6.25 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 6.25²)/1000 = −19.03 kPa
ρgΔz = 1000·9.81·1/1000 = 9.81 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 210 + (−19.03) − 9.81 = 181.2 kPa

Answer

p2 = 181.2 kPa
15.Ideal gas law

Answer: V = 5.698 L

Ideal gas law: PV = nRT, with n = m/M.

Moles

n = 30/16.04 = 1.87 mol
T = 20 + 273.15 = 293.1 K

Volume

V = nRT/P = 1.87·8.314·293.1/800 = 5.698 L

Answer

V = 5.698 L
16.Ideal gas law

Answer: ρ = 7.916 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 0 + 273.15 = 273.1 K

Density

ρ = 450·39.95/(8.314·273.1) = 7.916 kg/m³

Answer

ρ = 7.916 kg/m³
17.Heat engines & refrigerators

Answer: TL = 4.999 °C

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperature of the source

TH = 425 + 273.15 = 698.1 K

Reversible heat ratio

TL = TH·QL/QH = 698.1·1753/4400 = 278.1 K = 4.999 °C

Answer

TL = 4.999 °C
18.Heat engines & refrigerators

Answer: COPmax = 16.29

Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.

Absolute temperatures

TH = 20 + 273.15 = 293.1 K
TL = 2 + 273.15 = 275.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 293.1/(293.1 − 275.1) = 16.29

Answer

COPmax = 16.29
19.Waves, sound & optics

Answer: hi = −15 cm

Geometric optics: at a boundary, n₁·sin θ₁ = n₂·sin θ₂ (Snell's law), with angles measured from the normal and n = c/v. Going into a slower medium the ray bends towards the normal. From a denser medium (n₁ > n₂) beyond the critical angle θc = arcsin(n₂/n₁) all light is reflected: total internal reflection. Thin lenses and spherical mirrors obey 1/f = 1/do + 1/di with the magnification m = −di/do. Sign convention: f > 0 for a converging lens and a concave mirror (f = R/2), f < 0 for a diverging lens and a convex mirror; di > 0 for a real image, di < 0 for a virtual one, and m < 0 for an inverted image.

Thin-lens equation

1/di = 1/f − 1/do = 1/30 − 1/40
di = 120 cm
FF40 cmf = 30 cm

Magnification and height

m = −120/40 = −3
hi = −3·5 = −15 cm

Answer

hi = −15 cm
20.Waves, sound & optics

Answer: θa = 17.12 °

Geometric optics: at a boundary, n₁·sin θ₁ = n₂·sin θ₂ (Snell's law), with angles measured from the normal and n = c/v. Going into a slower medium the ray bends towards the normal. From a denser medium (n₁ > n₂) beyond the critical angle θc = arcsin(n₂/n₁) all light is reflected: total internal reflection. Thin lenses and spherical mirrors obey 1/f = 1/do + 1/di with the magnification m = −di/do. Sign convention: f > 0 for a converging lens and a concave mirror (f = R/2), f < 0 for a diverging lens and a convex mirror; di > 0 for a real image, di < 0 for a virtual one, and m < 0 for an inverted image.

Critical angle at the cladding

sin θc = 1.43/1.46 = 0.9795 → θc = 78.36°

Numerical aperture

NA = √(1.46² − 1.43²) = 0.2944

Acceptance angle

θa = arcsin(0.2944) = 17.12°

Answer

θa = 17.12°

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